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PRE 2010 DOCS1 City ®f Fridley, Minm BUIIDING PERMIT NO. 6265 Date: Bwner: ,,^" `: &&tX077,/�4 Builder -_ e Address -Address — �OCATIO F B WING No. Street Part t Lot _ _ Block _ _ _ Addition or Sub -Division �s ...._.__._...,� Corner Lot _ Inside Lot Setback __ Sideyard — Sewer Elevation _________ -- Foundation Elevation DESCRIPTION OF BUILDING T�e U' .. Front Depth Height Sq. Ft. Cu. Ft. Fro Depth ''� Height Sq. Ft. -11.Cu. Ft. .. Type of dqonstruction Est, Coat +�Completed In consideration of the issuance to me of a permit to construct the building described above, I agree to do the proposed work in accordance with the description above set forth and in compliance with all provisions of ordinanoes of the city of Fridley. In consideration of the payment of a fee of $ 15", permit is hereby granted to— to construct the building or addition as described above. This permit is granted upon the express condition that the person to whom it is granted and his agents, employees and workmen, in all work done in, around and upon said building, or any part thereof, shall conform in all respects to the ordinances of Fridley, Minnesota location, construction, alteration, maintenance, repair and moving of buildings within the city limits a� permit may be revoked at any time upon violation of any of the provisions of said ordinances. .. Building Inspector NOTICE: ibis permb do" not ewer the eonstruetion, Wdallarien for whing, plumbing, gat henlb& sewer or wabr. Be sore to we the Buihibg hope ter for separate permhs for these items. APPLICATION FOR BUILDING PERMIT CITY.OF FRIDLEY, MINNESOTA OWNER'S =C BUILDER ADDRESS_ �`� +�(�� +�i ADDRESS &i LOCATION OF BUILDING No.� ! p? C Street J o t t f b �6 V $art of Lot Lot Block 1 Addition or Subdivisi� Corner Lot Inside Lot Setback Side -Yard SEWER ELEVATION FOUNDATION ELEVATION Applicant attach to this form Two Certificates of Survey of Lot and proposed build- ing location drawn on these Certificates.. DESCRIPTION OF BUILDING To be used as: /I Front Depth Height Sq. Ft. 7 Cu. Ft. R , Front % 1 / Depth `�� Height Sq. Ft. Cu. Ft. Type of Construction/lyv+- Estimated Cost To be Completed_— Lam, ), P I � l �_ The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in strict accordance with the City of Fridley Ordinances and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct. DATE jj,e&tj t b_ - ,STOMTURE (Sebedule of Fee Costs can be found on the Reverse Side). BUILDING PERMIT FEE SCHEDULE Section 2.. The Inspector of Buildings shall, before issuing any permit for the erection of any building or structure, or for any addition to any exist- ing building or structure, or for any alterations or repairs to any existing building or structure, upon application therefor, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to -wit: 2.1. For any such permit for the erection of any fire -proof building, other than a garages warehouse, factory or grain elevator, or for the erection of any fire -proof addition$ for similar occupancy, to any existing building shall be at the rate of $1.40 for each one thousand cubic feet, or fraction thereof, in such cubical contents. 2.2. For any such permit for the erection of any fire -proof garage, warehouse, factory or grain elevator, or for the erection of any fire -proof addition, for similar occupancy, to any existing building shall be at the rate of $1.25 for each one thousand cubic feet, classified as 01fireproof" by Section 502 of the Minneapolis Building Code. HOUSES 2.3. For any such permit for the erection of any non -fireproof building other than a garage, warehouse, factory or grain elevator, or any non -fireproof addition, for similar occupancy, to any existing building - permit $1.00 for each one thousand cubic feet. GARAGES 2.4. For any such permit for the erection of any non -fireproof garage, warehouse, factory or grain elevator, or for the erection of any non -fireproof addition, for similar occupancy, to any existing building or for each such building or addition - ninety cents ($0.90) for each one thousand cubic feet or fraction thereof, in the cubical contents thereof with a minimum of $4s00. For the purpose of computing fees for building permits, the cubical contents of any building or addition to a uniform height throughout by multiplying the ground area covered from a point six (6) inches below the floor line of the basement or cellar to the average height of the upper surface or to the average height of the roof surface of the main gable of a pitched roof. 2.5. For repairs or alterations to an existing structure, the fee shall be at the rate of $3.00 per each Five Hundred Dollars ($500.00) or fraction thereof in the cost of all proposed work. 2.6. In no case shall the fee charged for any permit as set forth in Section 2 be less than $4.00. City of Fridley Application for Plumbing and Gas Fitting Permit DESCRIPTION OF WORK Number, Kind and Location of Fixtures m NO. RATE TOTAL Number Fixtures ....... ..............e— x $1.50 $ 9. y x Cp Z Z w x w Z + ` N WATER HTR. GAS ELEC. Base 2.00 $ :;P- , p. cd New Ground Run Old Bldg. ............ x 3.25 f GAS FITTING FEES: NO. RATE TOTAL 1st 3 Fixtures ..........................—� x $1.50 Additional Fixtures .................... x .50 1st Gas Range to 200,000 BTU .............. x 2.00 $ 2nd 3rd 4th • Future Connection Openings * New Fixture, Old Openings Connected with Sewer ❑ Cesspool ❑ PARTIAL RATE SCHEDULE PLUMBING FIXTURE RATES: NO. RATE TOTAL Number Fixtures ....... ..............e— x $1.50 $ 9. Future Fixture Opening ................ x 1.20 $ New Fixture Old Opening .............. x 1.00 $ Catch Basin ...... ..................... x 3.25 $ Water Heater (Up to 200,000 BTU) ......— �x 2.00 $ :;P- , p. cd New Ground Run Old Bldg. ............ x 3.25 $ GAS FITTING FEES: NO. RATE TOTAL 1st 3 Fixtures ..........................—� x $1.50 Additional Fixtures .................... x .50 $ Gas Range to 200,000 BTU .............. x 2.00 $ REPAIRS & ALTERATIONS—Refer to Code Description ............................................ $ TOTAL FEE $1-Z Dept. of Bldgs. Phone SII 0 City of Fridley: r The undersigned hereby .makes application for a permit for the work herei specified, agreeing to do all work in strict accordance with the City Ordinance and ruling of the Department of Buildings, and hereby declares that all the facl and representations stated in this application are true and correct. p Fridley, Minn- — 1 , 19(0-!; Owner Kind of Building 5--!' Used as 01 To be completed about Estimated Cost, $ 90 o� - -- Old New. B ' ding Permit Permit No. Signe ZA&&OA R& C A - Business Phone No- ROUGH o ROUGH "! 1 --6 3 FINAL d2 2M IV Application for Power Plants and Healing. Cooling, Ventilation. Refrigeration and Air Conditioning Systems and Devices PARTIAL RATE SCHEDULE GRAVITY WARM AIR: RATE TOTAL Furnace Shell & Duct Work .......................... 8.00 $ Replacement of Furnace ............................. 5.00 $ Repairs & Alterations—up to $500.00 .................. 5.00 $ Repairs & Alterations each add. $500.00 ............... 2.50 $ MECK. WARM AIR Furnace Shell & Duct Work to 120,000 BTU ............ 8.00 $ each add. 60,000 BTU ....................... 2.00 $ Replacement of Furnace ............................. 5.00 $ Repairs & Alterations—up to $500.00 ................. 5.00 $ Repairs & Alterations each add. $500.00 .............. 2.50 $ STEAM or HOT WATER SYSTEM Furnace Shell & Lines—to 400 sq. ft. EDR Steam ...... 8.00 $ Furnace Shell & Line—to 640 sq. ft. EDR Hot Water ... 8.00 $ n Each add. 200 sq. ft. EDR Steam ...................... 2.50 $ Each add. 320 sq. ft. EDR Hot Water ........ I ......... 2.50 $ OIL BURNER—to 3 gal. per hour ....................... 5.00 $ over 3 gal. per hour—See Fee Schedule Dept. of Bldgs. Phone SU 4-7470 Location G City of Fridley: The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in strict accordance with the City Ordinances and ruling of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct. /11) FrWley, Minn C5� - % 19 tri Owner Kind of Building Used as To be completed about Estimated Cost, $_4j Ol New. uilding Permit No. Permit No. HEAT] ✓ Trade GAS BURNER (up to 400,000 BTU) ....................... 5.00 $ GAS FITTING FEES: NO RATE TOTAL 1st 3 Fixtures ...................... x $1.50 $ Additional Fixtures ............... x .50 $ Gas Range to 200,000 BTU ........... x 2.00 $ AIR CONDITIONING $ FAN HEATING SYSTEM See Fee Schedule VENTILATING SYSTEM $ ALTERATIONS & REPAIRS TOTAL FEE $ ROUGH FINAL DESCRIPTION OF WORK i ri Capacity Sq. Ft. E.D.R. TU H.P. Total Connected Load �� 7 % j�- Kind of Fuel BURNER — Trade Name Size No Capacity. (REMARKS -OVER) 42 2M Sq. Ft. E.D.R BTU H.P. RAY N.WELTER HEATING CO. Signed -4637 —G Ha BSG OL rav By. VMNEAPOUS 7■ MINNF.$QTA Business Phone No- Lz"l �� ,/ Ddb HEAT LOSS CALCULATIONS -- Windows and floors—Crackage and Area Width Height No. of Lineal ft. Area No. of pane Df pane lights of crack sq. ft, j- e il- 1� Infiltration Glass " 5 0 Exp. wall 3%1,v Net exp, wall Int, wall Ceiling* Floor r► a 'ARTMENT OF BUILDINGS 4A NlINNEMEEM, MINN. Height `: 1. Insulation Roof Floor Kind How. Applied ,P tvt!J.t Al C v___I_. Btu Floor Total Btu. 7, Off 4f Required sq. ft. E.D.R. or sq. ins. W.A. Leader area F1.1 r o,j P ;.a Room I Length/0,!yWidth 9' Height �' Windows and ors—,Crackage and Area Width Height No. of Lineal ft. Area No. oP pane of pane lights of crack sq. ft. r F ... ....$°. - .° ...... / 1 1 1 Coef.1 Btu Infiltration { Width Height No. of Lineal ft. Area No. of pane of pane lights of crack sq. ft. Glass Btu Infiltration Exp. wall f/= 3 "7 Infiltration` Net exp. wall 14) 51V6 . Int. wall Exp. wall I,; Ceiling A0 r Net exp. wall Floor 0 fr '7 6 Total Btu.`' Required sq. ft. E.D.R. or sq. ins. W.A. Leader area Exp. wall Net exp. wall I" 1 1_s rs IV .1 _'W 61 gar• t.° 001 4& rr • ° . r F ... ....$°. - .° ...... " . ,�.a... Windows and Doors—Crackage and Area Width Height No. of Lineal ft. Area No. of pane of pane lights of crack sq. ft. Coef.1 Btu Infiltration Infiltration 3 "7 Infiltration` JCoef.j Btu Infiltration /4' t C� Exp. wall I,; 6 c/ Glass Net exp. wall S- .�. ,, O a Exp. wall Exp. wall Net exp. wall of ,e' W Ceiling /4/r it Net exp. wall 0'0 fig 75`7 ' Int. wall b -7 9 7` Ceiling 11z , ,. Floor Floor 7 , T_._. O.__ . a I1 Total Btu. ® a1.1 4:+.:Lt sew... ug.0 P Windows and Doors—Crackage and Area " ....o___ Width Height No. of Lineal ft. Area No. of pane of pane lights c/rack sq.fit. °o�f Coef.1 Btu Infiltration Infiltration 3 "7 Infiltration` Glass Iq 0 "t /4' t C� Exp. wall 0 V ! ' Exp. wall Net exp. wall 510 Int. wall Exp. wall Net exp. wall of ,e' W Ceiling /4/r it Int. wall Ceiling /10 10 0'0 Floor 75`7 ' , b -7 9 Total Btu. :d► Required sq. ft. E.D.R. or sq. ins. W.A. Leader area Fl.l . CF . Room I Length , Width "14 ` Height ' Windows and Doors—Crackage and Area Width Height No. of Lineal ft. Area No. of pane ofpane lights of crrack�P eq. ft. yx Coef. Btu Infiltration 3 "7 Infiltration` 38' Iq 0 Glass ' V ! ' Exp. wall 510 Net exp. wall Exp. wall Net exp. wall of ,e' W Int. wall Ceiling /10 10 0'0 Int. wall " Floor 7` Total Btu. 43/4 Required sq. ft. E.D.R. or sq. iris. W.A. Leader area Fl. '-d Room I Length � Width Height Windows and Doors—Crackage and Area Width Height No. of Lineal ft. Area No. of pane of pane lights of crack sq. ft. / /'3,r Coef. Btu Infiltration` Glass 510 Exp. wall Net exp. wall x " ' 0'0 Int. wall Ceiling Floor ° ate.' -7 levot ft. E.D.R. or sq. ins. W.A. Leader area Application for Power Plants and Heating. Cooling, Ventilation. Refrigeration and Air Conditioning Systems and Devices PARTIAL RATE SCHEDULE GRAVITY WARM AIR: RATE TOTAL Furnace Shell & Duct Work ........................... $10.00 $ 101611; -- Replacement of Furnace ............................. 6.00 $ Repairs & Alteratians—up to $500.00 .................. 6.00 $ Repairs & Alterations each add. $500.00 ............... 3.00 $ MECH. WARM AIR $ Furnace Shell & Duct Work to 120,000 BTU ............ $10.00 $ each add. 60,000 BTU ....................... 3.00 $ Replacement of Furnace ............................. 6.00 $ Repairs & Alterations—up to $500.00 ................. 6.00 $ Repairs & Alterations each add. $500.00 .............. 3.00 , $ STEAM or HOT WATER SYSTEM Furnace Shell & Lines—to 400 sq. ft. EDR Steam ...... $10.00-"$ Furnace Shell & Line—to 640 sq. ft. EDR Hot Water ... 10.00 $ Each add. 200 sq. ft. EDR Steam ... .................. 3.00 $ Each add. 320 sq. ft. EDR Hot Water .................. 3.00 $ OIL BURNER—to 3 gal. per hour .................... . ... 6.00 $ over 3 gal. per hour—See Fee Schedule GAS BURNER (up to 199,000 BTU) ....................... 5.00 $® over 199,000 BTU See Fee Schedule GAS FITTING FEES: NO RATE TOTAL 1st 3 Fixtures ...................... x$ 2.00 $�®� Additional Fixtures ................. x .75 $ Gas Range to 199,000 .......... x$ 5.00 $ AIR CONDITIONING $ FAN HEATING SYSTEM See Fee Schedule VENTILATING SYSTEM $ ALTERATIONS & REPAIRS TOTAL FEE ` .e) D ROUGH FINAL Dept. of Bldgs. Phone 560-3450 City of Fridley: The undersigned hereby makes application for a permit for the work hereir specified, agreeing to do all work in strict accordance with the City Ordinances and ruling of the Department of Buildings, and hereby declares that all the facts and representations stated in this application true and correct. Fridley, /Minnnom 19 Owner Kind of Building Used as To be completed about Estimated Cost, $ dog Old New. Building Permit No. Permit No. DESCRIPTION OF WORN HEATING or POWER PLANTS—,.Steam, Hot Water, Warm Air—No Trade Name a—yl Size No. t—" la - 5 -Capacity e a Q 0 Sq. Ft. E D.R. '/ ® 0 Total Connected Load494 5 Kind of Fuel BURNER — Trade Name Size No Capacity Sq. Ft. E.D.R BTU H.P. Signe By Q4111110 <a Business Phone No- (REMARKS -OVER) City of Fridley Application for Plumbing and Comas Fitting Permit Dept. of Bldgs. Phone 560-3450 DESCRIPTION OF WORK 0 Number, Kind and Location of Fixtures Location 1— -- F x $2.00 $ Future Fixture Opening ................ x $1.50 ? 3� Y o� $ Z Z <3 w �§ Z 0pN • • WATER HTR. 1��TE-1— x $3.25 Base Electrid Water Heater s $2.00 $ GAS FITTING FEES: NO. RATE TOTAL 1st 2nd 3rd 4th • Future Connection Openings e New Fixture, Old Openings I Connected with Sewer El Cesspool El PARTIAL RATE SCHEDULE PLUMBING FIXTURE RATES: NO. RATE TOTAL Number Fixtures ...................... x $2.00 $ Future Fixture Opening ................ x $1.50 $ New Fixture Old Opening .............. x $1.50 $ Catch Basin ...... ..................... x $3.25 $ Water Heater (Up to 99,000 BTU) ...... x $3.00 $ - New Ground Run Old Bldg. ............ x $3.25 $ Electrid Water Heater s $2.00 $ GAS FITTING FEES: NO. RATE TOTAL 1st 3 Fixtures .......................... x $2.00 $ Additional Fixtures .................... x $ .75 $ Gas Range to 199,000 BTU .............. x $5.00 $ REPAIRS & ALTERATIONS—Refer to Code City of Fridley: The undersigned hereby makes application for a permit for the work herei specified, agreeing to do all work in strict accordance with the City Ordinance and ruling of the Department of Buildings, and hereby declares that all the fact and representations stated in this app tion are true and correct. Fridley, bp,�- Owner Kind of Building�� Used as To be completed about � � - � " - Estimated Cost, $ Old—New. Building Permit No Permit No. Signe -� c -t m ,a BY Business Phone No ROUGH FINAL Description ................................................$ TOTAL FEE $ ae HOUSE HEATING TEST RECORD ADDRESS z �� a APT. F OR ITY SUBURB OCCUPANT OWNER HEAT LOSS DATE HTG. INST. GAS CO. METER SOLD BY INSTALLED BY Electrical Work By Gas Line By TYPE OF HEAT GA FA _L--' HW STEAM SPACE HTR. UNIT HTR. 0 HER GAS DESIGN MAKE-iJ MAKE OF BURNER _ Model Model Serial Max. BTU Rating — INPUT.�� ,00® MAKE OF FURNACE Model CONTROLS ®01 THERMOSTAT Heat Plug �� Vent Size Valve KIND OF LINER SIZE / NONE Limit s� Draft Hood �-r Regulator Limit Setting c�Q® Filters Size ° umber Fan Setting Chimney Location �1 side L/ Outside Pilot Type Chimney Construction Pilot Make Pilot Model Smoke Bomb Wiring Pilot Timing Draft Test Tog L.W. Cut Off Door Pressure_ Lighting Inst. r� Pressure –Percent CO ® Date Tested v Input CFH Percent 02 �> Company Testing Stack Temp. Percent CO ®� Name of Tester Form 235 C11YOF FRIDLEY CIVIC CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY. MINNESOTA 55432 • PHONE (612) 571-3450 August 14, 1986 Sue Miller 7540 Stinson Blvd. &E. Fridley, MJ 55432 RE: Non-Complianoe of the Fridley City Code ate4�T d:_ N. E. Dear Ms. Miller: On August 8, 1986 it was confirmed by an on-site inspection that the property at 7540 Stinson Blvd. does not meet the minimum standards necessary to maintain a pleasant and prosperous suburban environment. While major code requirements are satisfied, the following item does not comply with the performance standards of the City Code: 1. Black Datsun 310 is stored in the front yard. Please park your car in a more appropriate place. I understand that there may have been some extenuating circumstances for this to have occurred, however, your quick action to correct this situation would be a great improvement for your property and the entire community as well. An inspection will be conducted on or about August 29, 1986 to determine compl iance. If you have any questions or concerns, please feel tree to contact me at the Fridley Civic Center, 571-3450. Sincerely, Richard W. Wiersma Code Enforcement IOW/lmz C-86-366 SUBJECT P � City of Fridley AT THE TOP OF THE TWINS BUILDING PERMIT( r RECEIPT NO. _ COMMUNITY DEVELOPMENT DIV v r PROTECTIVE INSPECTION SEC NUMBER REV DATE PAGE OF APPROVED BY CITY HALL FRIDLEY 55432 612-571-3450 910-F15 5/30/97 JOB ADDRESS 7540 Stinson Boulevard NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 7 1 Spring Lake Park Lakeside SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Marlen Miller 7540 Stinson BoulevARD NE 784-3842 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Same 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW �7 ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Construct a 24' x 10' Deck 9 CHANGE OF USE FROM TO STIPULATIONS See notations on plan. WARNING Before digging 0811 for all utility IocationS 454-0002 REQUIRED BY LAW TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION ISTALLS GARAGES VALUATION SURTAX AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $.SO WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $700 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- Fire SC $.70 STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. $26.50 PLAN CHECK FEE T L FEE -- zi , / / 27.70 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) PROP VALID THIS IS YOUR PERMIT ®E I 7 �- � 49.2-/_% 8 G )NSP DATE _� SIGNATURE OF OWNER 0F OWNER BUILDER) IDATEI NEW Ix1 Effective 1/1/97 ADDN [ ] CITY OF FRIDLEY ALTER [ ) SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION ConstructionAddress: 7-534C) ^ 5�-jl Legal Description: Owner Name & Address: /`/g Ale -r-2 Tel. #_Z!��Z Contractor: .s q- k4 .q MN LICENSE # Address: a4w,.C-2 Tel. # Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Length^4 Width /d Hgt/Ground Z/ Sq. Ft. 2540 OTHER: Construction Type: Driveway Curb Cut Width Needed: Ft. + 6 Ft = DATE: �� 30 �� % APPLICANT: Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee $ Sewer Main Charge $ TOTAL STIPULATIONS: Estimated Cost: $ (Fee Schedule on Back) Ft x $ = $ Tel. # CITY USE ONLY Fee Schedule on Reverse Side .001 of Permit Valuation (1/10th%) $.50/$1,000 Valuation $950 per SAC Unit $5.00 (State Licensed Residential Contractors) Alt. "A" or Alt. "B" Above $450.00 Conservation Plan Review Fee Determined by Engineering Agreement Necessary [ ] Not Necessary [ ] A�) �q7 BU11,DING PERMIT FEE SCHEDULE The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repair to any existing building or structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to -wit: TOTAL VALUE FEES $1 to $500 $21 (Minimum Fee is $21 plus surcharge) $501 to $2,000 $21 for first $500 plus $2.75 for each additional $100 or fraction thereof, to and including $2,000 $2,001 to $25,000 $62.25 for first $2,000 plus $12.50 for each additional $1,000 or fraction thereof, to and including $25,000 $25,001 to $50,000 $349.75 for first $25,000 plus $9.00 for each additional $1,000 or fraction thereof, to and including $50,000 $50,001 to $100,000 $574.75 for first $50,000 plus $65.25 for each additional $1,000 or fraction thereof, to and including $1()0,000 $100,001 to $500,000 $887.25 for fust $100,000 plus $5.00 for each additional $1,000 or fraction thereof, to and including $500,000 .. $500,001 to $1,000,000 $2887.25 for the fust $500,000 plus $4.25 for each additional $1,000 or fraction thereof, to and including $1,000;000 $1,000,001 and up $5012.25 for the first $1,000,000 plus $2.75 for each additional $1,000 or fraction thereof DRIVEWAY DEPRESSION ESCROW (Concrete Curb Streets Only) a alternate "A": Removal and replacement of curb and gutter only - Driveway width plus 6 feet times $13.50. ,alternate "B": Removal and replacement of curb and gutter and install a 3 foot wide approach with 6 inch depth - Driveway width plus 6 feet times $15.75. VERIFICATION OF FOUNDATION < riinits for construction will be issued a minimum of 24 hours from the time of application to allow for proper :view of the proposed structure and of the construction site. Certificate of Survey of the. lot, showing the location of the foundation once it has it has been construe°-!.! i ? he required before proceeding with the framin(I /I C - j Ll 'C FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 • (612) 571-3450 • FAX (612) 571-1287 January 12, 1998 Mr. Marlen Miller 7540 Stinson Blvd NE Fridley, MN 55432 Re: Construction Without Obtaining a Building Permit (Siding at 7540 Stinson Blvd NE, Fridley, MN) Dear Mr. Miller: According to Section 106.1 of the 1994 Uniform Building Code as adopted by the City of Fridley, no building or structure regulated by this Code shall be erected, constructed, enlarged, altered, repaired, moved, improved, removed, converted, or demolished unless a separate permit for each building or structure has first been obtained from the Building Official. You have been notified of your need to obtain a building permit and have failed to comply as of today's date. As a result, a special investigation fee will now be added to the permit, equal to the permit fee. The City of Fridley will give you 30 days in which to comply before turning this matter over to the City Attorney for his legal consideration. Please contact me at 572-3603 if you have any questions on this matter. Sincerely, 4� _ r B Y RIESCH Building Inspector BR/mh Building $ BUILDING Plan Review Permit No.: Inspections Surcharge RESIDENTIAL APPLICATION (.0005) times the total job valuation - Minimum $.50 Received By: 763-572-3604 .001 x Permit Valuation (1/10%) CITY OF FRIDLEY $ Date Rec'd: DATE `'- ®S YOUR E-MAIL ADDRESS $1450 per SAC Unit (Plans to MWCC for determination) SITE ADDRESS $ ft + 6 ft = ft x $20 = $ THIS APPLICANT IS: O OWNER ONTRACTOR $450 Conservation Plan Review PROPERTY OWNER/ NAME:�/CP /y/; Ile -;--- Fee Determined by Engineering ADDRESS: CITY STATE ZIP TENANT Total Due PHONE: 7A:5-- a24 -z -- Make checks payable to: City of Fridley Attach Stipulations CONTRACTOR NAME: STATE LICENSE # EXP DATE `® -70 V& STATE' ZIP a!� SUBMIT A COPY OF YOUR STATE LICENSE ADDRESS: VQZZ —St. ® . CITY WITH APPLICATION PHONE FAX FAIvID.Y/NEW CONSTRUCTION SIZE PROPERTY TYPEINGLE ❑ TWO FAMILYiNEW CONSTRUCTION STORMS PERMIT TYPE ❑ ADDITION 0 GARAGE/SHED ❑ WINDOWS O BASEMENT FINISH OF ❑ DRAIN TILE ❑ DECK ❑ SIDING ❑ OTHER ❑ SWIMMING POOL TYPE OF WORK: W ❑ ADDITION ANCE/REPAIR ❑ REMODELING DESCRIBE WORK BEING DONE: � -�w - 6-G- few A-a';5�le� - SIZE OF IMPROVEMENT LENGTH WIDTH HEIGHT __Sq. Ft. ROOFING HOUSE ONLY NUMBER OF SQUARES ❑ HOUSE & GARAGE BASEMENT REMODELING SUBMIT: GARAGES ATTACHED GARAGE 1. Existing Floor Plan PROPOSED SIZE: 0 DETACHED GARAGE 2. 3. Proposed floor plan List of structural members to be used PROPOSED HEIGHT: SIDING FOR NEW CONSTRUCTION INCLUDING DECKS, ❑ Vinyl DSoffit ADDITIONS. & PORCHES SUBMIT: ❑ Aluminum 0 Trim 1. Site Plan/Survey showing the existing structures ❑ Other ❑ Fascia and proposed project. 2. Two sets of construction plans WINDOWS 3. Energy Calculations IN EXISTING OPENINGS OYes ONo LOCATION OF WINDOWS OR FOR NEW OPENINGS -DESCRIBE SIZE OF OPENING CHANGES & TYPE OF WINDOW TO BE INSTALLED NUMBER OF WINDOWS ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS: (USING THE 1997 U. SCHEDULE) TOTAL JOB VALUATION $ OCCUPANCY TYPE Permit Fee $ See Back Page for Fee Schedule Plan Review $ 65% of Building Permit Fee Surcharge $ (.0005) times the total job valuation - Minimum $.50 Fire Surcharge $ .001 x Permit Valuation (1/10%) License Surcharge $ $5.00 (State Licensed Residential Contractors) SAC Charge $ $1450 per SAC Unit (Plans to MWCC for determination) Curb Cut Escrow $ ft + 6 ft = ft x $20 = $ Erosion Control $ $450 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ 41 Agreement necessary ( ) Non Necessary ( ) Total Due $ Make checks payable to: City of Fridley Attach Stipulations THIS I APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED I hereby apply for a building perm' and acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances d cod of the C' Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application fo a pe 't and w not to start without a permit; that the work will be in accordance with the approved plan in the case of all work fires r approval of plans. /,Qy SIGNATURE OF APPLIC PRINT NAME"' �t °�` " `— DATE Page 2 - Building Residential Application BUILDING PERMIT FEE SCHEDULE The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repair to any existing building or structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to -wit: TOTAL VALUE FEES $1 to $500 $23.50 (Minimum Fee is $23.50 plus surcharge) $501 to $2,000 $23,50 for 1'` $500 plus $3.05 for each additional $100 or fraction, to and including $2,000 $2,001 to $25,000 $69.25 for 1' $2,000 plus $14 for each additional $1,000 or fraction, to and including $$25,000 $25,001 to $50,000 $391.25 for 1" $25,000 plus $10.10 for each additional $1,000 or fraction, to and including $50,000 $50,001 to $100,000 $643.75 for l"$50,000 plus $7 for each additional $1,000 or fraction to and including $100,000 $100,001 to $500,000 $993.75 for 1s` $100,000 plus $5.60 for each additional $1,000 or fraction to and including $500,000 $500,001 to $1,000,000 $3,233.75 for the 1s` $500,000 plus $4.75 for each additional $1,000 or fraction to and including $1,000,000 $1,000,001 and up $5,608.75 for the I"$1,000,000 plus $3.15 for each additional $1,000 or fraction VERIFICATION OF FOUNDATION Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper review of proposed structure and of the construction site. A Certificate of Survey of the lot, showing the location of the existing foundation will be required before proceeding with the framing. New Houses Only City of Fridley Building Inspections Department 6431 University Avenue NE Fridley, MN 55432 763-572-3604 Fax: 763-5024977 Building BUILDING Permit No.: Inspections RESIDENTIAL APPLICATION Received By: 763-572-3604 CITY OF FRIDLEY Date Recd: DATE 9,115 SITE ADDRESS THIS APPLICANT IS: PROPERTY OWNER/ TENANT CONTRACTOR SUBMIT A COPY OF YOUR STATE LICENSE WITH APPLICATION PROPERTY TYPE PERMIT TYPE TYPE OF WORK: YOUR E-MAIL ADDRESS ah,'e-r✓-de! VJ ❑ OWNER CONTRACTOR NAME: 7V),Ko- ? kve-pi tit eiter ADDRESS: `%S ` o 54;A9 -n VI t C PHONE: %& 3 — 18 q — 3 8 4,2 4 - A' r I ci to �a STATR11VZT %5L13 2 STATE LICENSE # 10 9 9 5�SI9 Ll EXP DATE ' &rCA 07 ADDRESS: 6 0 3 q G�Q� Thr CITY -STA _ZIP PHONE '6 % 2 - 3 840 - 2-(0 FAX (0 - 67q " -r2®-2 SIZE OF EVIPROVEMENT FN FAMILY/NEW CONSTRUCTB MILY/NEW CONSTRUCTION ❑ BASEMENT FINISH ❑ ROOF ❑ DECK ❑ SIDING ❑ NEW ❑ MAINTENANCE/REP SIZE ❑ WINDOWS ❑ DRAIN TILE ❑ OTHER LENGTH R O -V+ WIDTH HEIGHT ® Sq. Ft..38 ROOFING ❑ HOUSE ONLY NUMBER OF SQUARES ❑ HOUSE & GARAGE GARAGES ❑ ATTACHED GARAGE PROPOSED SIZE: ❑ DETACHED GARAGE PROPOSED HEIGHT: pooc�xSIDING R� ❑ Vinyl ❑Soffit Y iR b ❑ Aluminum ❑ Trim ❑ Other ❑ Fascia WINDOWS IN EXISTING OPENINGS ❑Yes ❑No LOCATION OF WINDOWS OR FOR NEW OPENINGS -DESCRIBE SIZE OF OPENING CHANGES & TYPE OF WINDOW TO BE INSTALLED NUMBER OF S BASEMENT REMODELING SUBMIT: 1. Existing Floor Plan 2. Proposed floor plan 3. List of structural members to be used FOR NEW CONSTRUCTION INCLUDING DECKS, ADDITIONS, & PORCHES SUBMIT: 1. Site Plan/Survey showing the existing structures and proposed project. 2. Two sets of construction plans 3. Energy Calculations ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS: (USING THE 1997 U.B.0 FEE SCHEDULE) TOTAL JOB VALUATION $ —A5,4 --C,0 o l% 6X,?C-6CCUPANCY TYPE Permit Fee $ gg 3, 05 See Back Page for Fee Schedule Plan Review $ I CI D . CO t 65% of Building Permit Fee Fire Surcharge $ 1 :;,� —.00 1 times the total job valuation Surcharge $ 9,81_ .0005 x Permit Valuation Minimum $.50 License Surcharge $ 00 $5.00 (State Licensed Residential Contractors) SAC Charge $ $1550 per SAC Unit (Plans to MWCC for determination) Garb Cut Escrow $ ft + 6 ft = ft x $20 = $ Erosion Control $ $450 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement necessary ( ) Non Necessary ( ) Total Due $ f Make checks payable to: City of Fridley Attach Stipulations THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application for a permit and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of all'work which requires review and approval of plans. SIGNATURE OF APPLICPRINT NAME DATE Page 2 - Building Residential Application BUILDING PERMIT FEE SCHEDULE The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repair to any existing building or structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to -wit: TOTAL VALUE FEES $1 to $500 $23.50 (Minimum Fee is $23.50 plus surcharge) $501 to $2,000 $23,50 for 1" $500 plus $3.05 for each additional $100 or fraction, to and including $2,000 $2,001 to $25,000 $69.25 for 1" $2,000 plus $14 for each additional $1,000 or fraction, to and including $$25,000 $25,001 to $50,000 $391.25 for ls` $25,000 plus $10.10 for each additional $1,000 or fraction, to and including $50,000 $50,001 to $100,000 $643.75 for 15L $50,000 plus $7 for each additional $1,000 or fraction to and including $100,000 $100,001 to $500,000 $993.75 for 1"' $100,000 plus $5.60 for each additional $1,000 or fraction to and including $500,000 $500,001 to $1,000,000 $3,233.75 for the 1" $500,000 plus $4.75 for each additional $1,000 or fraction to and including $1,000,000 $1,000,001 and up $5,608.75 for the 1- $1,000,000 plus $3.15 for each additional $1,000 or fraction VERIFICATION OF FOUNDATION Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper review of proposed structure and of the construction site. A Certificate of Survey of the lot, showing the location of the existing foundation will be required before proceeding with the framing. New Houses Only City of Fridley Building Inspections Department 6431 University Avenue NE Fridley, MN 55432 763-572-3604 Fax: 763-502-4977 Design: Matrix Analysis Profile Path: F:\TRUSJOBS\275044\ROOF\l.prx Lot: ROOF Customer:Lamperts North B M:275044 TI:1 Qty:7 TC FORCE ABL END CSI TC: 2x 4 SPF 1650F-1.5C Bottom chord has been loaded with 10 psf =Joint Locations 1- 2 -5224 0.37 0.50 0.87 BC: 2x 4 SPF 2100F-1.8C live load applied non-concurrently. 1) 0- 0- 0 5) 24- 0- 0 9) 6- 6-14 2- 3 -3914 0.20 0.41 0.61 WE: 2x 3 SPF STUD All COMPRESSION Chords are assumed to be 2) 6- 6-14 6) 24- 0- 0 10) 0- 0- 0 3- 4 -3914 0.20 0.41 0.61 2x 4 SPF STUD 3- 8 continuously braced unless noted otherwise. 3) 12- 0- 0 7) 17- 5- 2 4- 5 -5224 0.37 0.50 0.87 MULTIPLE LOADCASES -- This design is the Bracing Schedule: 4) 17- 5- 2 8) 12- 0- 0 composite result of multiple loadcases. Webs Brace Pt Joint to Joint ------------ TOTAL DESIGN LOADS------------ WndLod per ASCE 7-98, MWFRS, V= 90mph, 1/2 2- 8,4- 8 Uniform PLF From PLF To BC FORCE AKL BND CSI H= 23.0 ft, I= 1.00, Exp.Cat. C, Kzt= 1.0 Bracing shown is for visual purposes only. TC Vert L+D -90 -2- 0- 0 -90 12- 0- 0 10- 9 4939 0.52 0.21 0.73 Bld Type= encl L= 24.0 ft W= 24.0 £t Truss Continua lateral bracing attached to TC Vert L+D -90 12- 0- 0 -90 26- 0- 0 9- 8 4951 0.52 0.21 0.73 in END zone, TCDL= 6.0 psf, BCDL-- 6.0 psf either edge of web(s) shown OR a T-brace, BC Vert L+D -20 0- 0- 0 -20 24- 0- 0 8- 7 4951 0.52 0.21 0.73 RNID = 1.15 nailed flat to edge of web with 3.5"x0.135" ----NAR. REACTIONS PER BEARING LOCATION----- 7- 6 4939 0.52 0.21 0.73 nails spaced 611 o.c. T-brace must extend X-Loa East Vert Horiz Uplift Y Type at least 906 of web length and be same 0- 3- 0 1 1500 64 -294 B Pin Web FORCE Web FORCE size, species, and grade as web. 23- 9- 0 1 1500 0 -294 B H Roll 2x6 T-Brace required on any web over 141-0". PROVIDE UPLIFT CONNECTION PER SCHEDULE 9- 2 183 B- 4 -1221 --------GLOBAL MAX DEFLECTIONS--------- 2- 8 -1221 4- 7 184 LL TL 8- 3 1917 in./Ratio in./Ratio Tnt(s). I.Span -0.61/451 -0.94/295 3-2 Horiz. 0.28 0.43 NA Max DL Deflection L/851 = -0.32 12-0-0 12-0-0 ,!, 1 2 3 4 5 4.00 4.00 5x4 3x5 3x5 4 3-15 411-11 0- 3`-15 3x12 6x12 1-11-0 3x12 0- 3-15 1Sx4 15x4 2.00 0-6-0 0-6-0 1500;6900" 1500# 6.00" 12-0-0 12-0-0 to 9 7 6 2- 0- 0 V 24-0-0 - „ 2- 0- 0 „ (R2-1- � T(R2-1- !� EXCEPT AS SHOWN PLATES ARE MiTek MT20 Scale = 0.2338 WARNING: Eng Job: WO: 275044 READ ALL NOTES ON THIS SHEET. A COPY OF TRIS DRAWING TO BE GIVEN TO Dwg: TI: 1 ERECTING CONTRACTOR. BRACING WARNING: D \ Bracing shown on this drawing is not erection bracin& wind bracing, portal bracing or similar bracing which is a pan of Ds : DGG Chk : �r 4/26/2006 the building design and which ®st be considered by rlre building designs. Bracing shown is for lateral snpp,, of aura TC Live 35.0 psf Lbr DF: 1.15 members only to reduce hmgth. Prov. must be nide to anchor lateral bracing m ends and specified UTTFIN Aaas thebucklingbuild locauaosdete<m;nedbyrheeoiwiagaesig,recaw;gonalbracing ofthe overall stnraoremay be,eyu;,ea.(seetl®-9l of1?1)Yor specific truss bracing re<pdttmems, contact building designs.(IYoss Plate Institute, TPI is located at S83 TC Dead 10.0 psf Plt DF: 1.15 Y000frloDrtve,Maaiaon,Wisconsin s911v). O.C.: 2- 0- 0 BC Live 0.0 psf TPI-95/IRC-00 BC Dead 10.0 psf Code: TOTAL 55.0 vsf v4.7.3403-3844603 Design: Matrix Analysis Profile Path: F:\TRUSJOBS\275044\ROOF\l.prx Web FORCE ABL END CSI 9- 2 -324 0.10 0.00 0.10 8- 3 -39 0.00 0.06 0.06 7- 4 -123 0.00 0.09 0.09 6- 5 -120 0.00 0.12 0.12 5- 6 -119 0.00 0.17 0.17 4- 7 -122 0.00 0.22 0.22 3- 8 -118 0.00 0.28 0.28 2- 9 -122 0.00 0.22 0.22 1-10 -119 0.00 0.17 0.17 0-11 -120 0.00 0.12 0.12 9-12 -123 0.00 0.09 0.09 8-13 -39 0.00 0.06 0.06 7-14 -324 0.10 0.00 0.10 Lot: ROOF Customer:Lamperts North B WO:275044 TI:2 Qty:2 ' TC: 2x 4 SPF 165OF-l.SC BC: 2x 4 SPF #1/#2 WB: 2x 3 SPF STUD GSL: 2x 3 SPF STUD Bottom chord has been loaded with 10 psf live load applied non -concurrently. All COMPRESSION Chords are assumed to be continuously braced unless noted otherwise Wind loads have been checked perpendicular to the face of the truss. RMB = 1.15 Analysis based on Simplified Analog Model. MULTIPLE LOADCASES -- This design is the composite result of multiple loadcases. WndLod per ASCE 7-98, MFRS, V= 90mph, B= 23.0 ft, I= 1.00, Exp.Cat. C, Bzt= 1.0 Bld Type= encl L= 24.0 ft W= 24.0 ft Truss in END zone, TCDL= 6.0 psf, SCDL= 6.0 psf ----MAB. REACTIONS PER BEARING LOCATION ----- --Loc BSet Vert Horiz Uplift Y Type 0- 3- 0 1 369 62 -98 B Pin 23- 9- 0 1 369 -62 -98 B Pin PROVIDE UPLIFT CONNECTION PER SCHEDULE --------GLOBAL MAX DEFLECTIONS --------- LL TL in./Ratio in./Ratio Jnt(s). I.Span -0.02/999 -0.03/999 2-1 Horiz. 0.00 0.00 NA Max DL Deflection L/999 = -0.01 12-0-0 12-0-0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 4.00 4x4 -4.00 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 369# 6. 0" Stud @ 1- 4- 0 3 # 6.00" 24-0-0 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 2- 0- 0 24-0-0 2- 0- 0 (R2-1- 5) (R2-1- 5) EXCEPT AS SHOWN PLATES ARE MiTek MT20 WARNING: Q READ ALL NOTES ON THIS SHEET. A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. BRACING WARNING: Bmmag shmm on this dtmwing is not erection bmmng, wind betting, poral betting or simlarbmciag which is a partof the banding design mad which must be cDmadaed by the bmlding desigaa. Emdug shown is for lateral support of truss numbers only W reduce baclmild length. Povisions must to a ing u anchor all son btare m y beds and specified lomtlons detmmiaed by the building dtsigaer. Additional bmcmg of the overall shucatre maybe repaired. (Ice H®-91 ILOTTFIN ofTPI)Yw specific toss bmcmg regm emeats, wmact balding desigam.(1'mss Plate Institute, IPI is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719). 4-3-15 0- 3-15 Scale = 0.2338 Eng Job:WO: 275044 Dwg: TI: 2 Dsgnr:DGG Chk: 4/26/2006 TC Live 35.0 psf Lbr DF: 1.15 TC Dead 10.0 psf Plt DF: 1.15 BC Live 0.0 psf O.C.: 2- 0- 0 TPI-95/IRC-00 BC Dead 10.0 psf Code: Joint Locations 1) 0- 0- 0 11) 16- 0- 0 21) 14- 8- 0 2) 4- 0- 0 12) 17- 4- 0 22) 13- 4- 0 3) 5- 4- 0 13) 18- 8- 0 23) 12- 0- 0 4) 6- 8- 0 14) 20- 0- 0 24) 10- 8- 0 5) 8- 0- 0 15) 24- 0- 0 25) 9- 4- 0 6) 9- 4- 0 16) 24- 0- 0 26) 8- 0- 0 7) 10- 8- 0 17) 20- 0- 0 27) 6- 8- 0 8) 12- 0- 0 18) 18- 8- 0 28) 5- 4- 0 9) 13- 4- 0 19) 17- 4- 0 29) 4- 0- 0 10) 14- 8- 0 20) 16- 0- 0 30) 0- 0- 0 12-0-0 12-0-0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 4.00 4x4 -4.00 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 369# 6. 0" Stud @ 1- 4- 0 3 # 6.00" 24-0-0 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 2- 0- 0 24-0-0 2- 0- 0 (R2-1- 5) (R2-1- 5) EXCEPT AS SHOWN PLATES ARE MiTek MT20 WARNING: Q READ ALL NOTES ON THIS SHEET. A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. BRACING WARNING: Bmmag shmm on this dtmwing is not erection bmmng, wind betting, poral betting or simlarbmciag which is a partof the banding design mad which must be cDmadaed by the bmlding desigaa. Emdug shown is for lateral support of truss numbers only W reduce baclmild length. Povisions must to a ing u anchor all son btare m y beds and specified lomtlons detmmiaed by the building dtsigaer. Additional bmcmg of the overall shucatre maybe repaired. (Ice H®-91 ILOTTFIN ofTPI)Yw specific toss bmcmg regm emeats, wmact balding desigam.(1'mss Plate Institute, IPI is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719). 4-3-15 0- 3-15 Scale = 0.2338 Eng Job:WO: 275044 Dwg: TI: 2 Dsgnr:DGG Chk: 4/26/2006 TC Live 35.0 psf Lbr DF: 1.15 TC Dead 10.0 psf Plt DF: 1.15 BC Live 0.0 psf O.C.: 2- 0- 0 TPI-95/IRC-00 BC Dead 10.0 psf Code: 'Pea 30' to sideline Whouse to sideline rn ftraffam to bear an house Awndaftn Foaft depth 4r Beam connected to ftft W metal hoMfown. U' A L BE J 'LE ON THE JOB S, i T r'E" T OB LA )!!-S S t 'y' r�b,HCRED TRUSS DESIGNS AIN,"D LAYOUTS SHALL BE N -IAD AVAILAOL N -1E 1A F a T�j INSPC F�Q�RTHE FaAWP��G INSPCCTION 25' to back line Attic Ventilatioli 1/300 of horizontal projection of roof area — 1/2 to be in soffit. 1/2 to be in roof near ridge. Pedmeter framing and center beam 31/4 x 9 114 hV parallarn � 2x10 treated Woeraftchad to 11m 2 309W HDG Lagsmw 16- 0. C. Md joists wl We Anc haver Pson JUS287Z THIS THIO JOB COPY SHALL BE If L AVAILABLE ON THE JOB 1 L SITE FOR THE FRAMING S V 8 0 T I TE 0 R THE FRAMING 1) F I L INSPECTIONS CTIC ANDFINAL INSPECTIONS v- DIA Paraffam to bear an house foundation REVIEWED 01"R CODE PLIANCE 1 vzs I M Ea4 1-7 25' to sideline 4-6 house to sideline k• IAdI IS� lu I ------------------- � f G N 0 LL 0 8 0a LL 7540 Stinson BNd AVAILABLE C%ii i E JO � 1 North Elevation FOR THE FRAi-AiiNG IINS PIE 0,i !0,N 2X- 11 !F alQz Y, tot, sco 16S C f Vi -0" 'V 6110)1 Existing Neuse GG' Marvin00 112 roof pitch LO lGL7280 3 Fro x 9 114 treatedparallam at bottom Window 29" off of floor� _ ,�� +____..__. f - W -0" 2x8 wall construction Double 2x 12 window header Metal holddown footing to beam 7/18 OSB well sheathing 1,12" OSB roof sheathing 3 114 x 9 1/4 tit pBraila V-6 FROM : A&X CONSTRUCTION FAX NO. : 6516747202 Apr. 14 2006 05:56AM P3 Ell bo c Ito ob IA woo V) lu R -mf N co —4 j- n I I FROM : ARK CONSTRUCTION 100 4L FAX NO. : 6516747202 ORIF -11 a uo 1-7 Cb a6 3 SO 0) a6 -,F 51-01 low CO Apr. 14 2006 05:56AM P4 ' IJl OR ra ra FROM : A&K CONSTRUCTION A nL V4 AVII'yCTI1:li1L5C[ KNWN'. Tl Be mO S 20 Swwl N,aabw. 7WS123213 User 1 4nWOOB 11 17.18 PM Pette 1 EN4n9 V&sma 6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED FAX NO. : 6516747202 Apr. 14 2006 05:56AM P5 ' 3 112" x 6 114" 2-0F ParallamO PSL, Copper Naptha - SL Z 116% c MC < 28%) 24 a 12" 12*- --- — Prodna Diagram is +Conceptusd, LOADS: Analysis is for a Drop Beam Member, Tributary Load Width: 1'4!' Primary Load Group - Residential - Living Araess (psn: 40.0 Live at 100 % duration, 12.0 Dead SUPPORTS; DESIGN- CONTROLS: --- Input Searing Vertical Reactions (Ibs) t ontml Waith Length LiveMeac,U[iPIOTa cal 1 Wood column 3.50" 1.511" 2851128101413 2 Wood column 3.50" 9.60" 70914101011199 3 Wood column 3.W' 9.57' 285 / 1281 D / 493 Debit fuller L5 L5 L5 -See TJ SPECIFIER'S / BUILDERS GUIDE for detall(s): L5 DESIGN- CONTROLS: --- Maximum design Control t ontml Shear (lbs) 599 525 4068 Passed (13%) Mment (Ft -Lbs) -1419 1418 9832 Pawed (14%) Live Load Dell [in) 0.061 0.394 Passed (0999*) Total Load Deft (in) 0.092 0.592 Passed (099 t) None None None Loc ftn Lt end Span 2 under Floor loading Searing 2 under Floor loading M1D Span 1 under Floor EtLTI_RNATE span loading MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria: 3TANDARD(LL;U360.TL:L240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 14' 7" o/c unless detailed othg!rwme. Proper attachment anJ positioning of lateral bracing is required to achieve member stability. -The load Conditiolts Considered in this design analysis include altrtmate member pattern loading. ADDITIONAL NOTES- -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ w omints the sizing of its products >'f ihis software will be s=nplished in accordance with TJ product design criteria erect code ar,4epted design values. The specific product application, Input design loads, and stated dimensions have been provided by the softwm user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. THIS ,ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS, -Aliowable Stress Design methodology was usW for Building Code UBC analyzing the TJ Distribution product listed above. -Environment Consideration: Capper Naptha - SL 2 (16% < MC. < 28%). Member analysis is appropriate only for material that is ptroparh,, treated in accordance with procedures authorized by Trus Joist Warraribas a7dended by Trus Joist do not include the adequacy or performance of the treatment PROJECT INFORMATION: Miller 7540 Stinson Blvd Fridley Copyrkgh[ 0 2005 by '"res 76iae, a weyarrr.e+wee E4LSi:tess Paral.l=& i, 1 fk�llatered craftkArk eP Tr,-- 7oi,�_ OPERATOR INFORMATION, Scott Dambusch A & K Construction Inc:. 8139 Glacier Or. North stanch, MN WIN Phone, 612-388.21.Bo Fax :1351474-722 akremodei@f=tel.net Ce er4 /� v'''/" TJ4)eam*B.20Serial,�" M, 3 412" x 9114" 2.DE Parailam@ PSL, Copper Naptha - SL i,"l i°!° TWIG uar, 1 4r131P Wj1;17:,sP C 28%) P+eo z Erwa vaeon: 6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SES' DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group; Primary Load Group A 11' 10.00" ^ 11' 10.00" w Max. vertical Reaction Total.(lbs) 413 1199 413 Max. vertical Reaction Live (lbs) 285 789 285 Required searing Length in 1.50(6) 1.50(5) 1.50(5) Max. Unbraced Length (in) 175 175 175 Loading on all spans, LDP = 0.90 , 1.0 Dead Shear at Support (lbs) 98 -180 180 -98 Max Shear at Support Uha) 123 •-205 205 -123 Member Reaction (lbs) 123 410 123 Support Reaction (lbs) 128 410 128 Moment (Ft -Lbs) 273 -485 273 Loading on all spans, r..DF - 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 287 -525 525 -287 Max Shear at Support (lbs) 360 -599 599 -360 Member Reaction (lbs) 360 1199 360 Support Reaction (lbs) 373 1199 373 Moment (Ft -Lias) 798 -1419 798 Live Deflection (in) 01031 0.031 Total Deflection (in) 0.068 0.068 ALTRANATR span loading on odd # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 326 •486 219 -59 Max Shear at Support (lbs) 399 -560 244 -84 Member Reaction (lbs) 399 804 84 support Reaction (lbs) 413 804 86 Moment (Pt -Lbs) 983 -952 126 Live Deflection (in) 0.051 -0.022 Total Deflection (in) 0.092 -0.008 ALTERNATE span loading on even # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 59 -219 486 -326 Max Shear at Support (lbs) 84 -244 560 -399 Member Reaction (lbs) 84 804 399 Support Reaction (lbs) 86 804 413 Moment (Ft -Lbs) 126 -952 983 Live Deflection (in) -0.022 0.051 Total Deflection (in) -0.008 0.092 PROJECT INFORMATION: War 75411 St neon Blvd Pridtey 0PERATOR_INFORMAT 10N., Scott Dombusch A & K Construct(on Inc. 6139 Gtader or. North Srairtneh, MN 55056 Phone: 612-3W2,9W Fau - ARI l.'YdT7ns Building Inspections 763-572-3604 1• MECHANICAL RESIDENTIAL APPLICATION CI'T'Y OFF LE'Y YOUR E-MAIL ADDRESS SITE ADDRESS -715 '1 U 1 T# 21 S 0 n Q I -L/ L°. ® THIS APPLICANT IS: D OWNER DCONTRACTOR Permit No.: Received By: Date Rec' d: 17�_® PROPERTY NAME: M Ar I a �"1 A OWNER/ ADDRESS:�q 10 s CITY 0a STATES ZIP 3 TENANT PHONE: 4 Si - -710 - 3 W 9A — CONTRACTOR COMPANWCity Spee# Metal, Inc. SUBMIT A COPY OF CONTACOM YOUR STATE STATE LICENSEPI�i�ys EXP DATE STATE ZIP LICENSE WITH ADDR @a)Z 2,a Fax (7651 LU -22M CITY APPLICATION PHONE FAX PERNIIT TYPE TINGLE FAMILY D TWO FAMILY D TOWNHOUSE TYPE OF WORK: I" NEW LACEMENT D ALTERATION/REMODEL DETAILED DESCRIPTION OF WORK PER MS 16B.665 the permit fee is a minimum of 515.00 or 5% of the total cost up to $500.00, whichever is greater, for the improvement, installation or replacement of a residential fixture, excluding the fixtures. (This should reflect only the cost of labor ) Labor cost under $300 = $15.00. Labor cost between $300 to $500 =cost of labor x .05 = FOR PROJECTS WHERE LABOR EXCEEDS $500, FEES ARE BASED ON $10.00 PER FIXTURE, EXCEPT WHERE NOTED. FIXTURES: (INDICATE TOTAL NUMBER OF EACH BELOW) MODEL: SIZS/BTU a4 `� Equipment Installed MFG: SIZEIBTU MFG MODEL: STZEBTU MFG: MODEL: A/C $25.00 _ REPLACE (GAS) $15.00 . _GAS RANGFJOVEN 510.00 _AIR TO AIR EXCHANGEER $15 _FIREPLACE (WOOD) $35.00 NEW GAS GRILL $10.00 BOILER $35.00 _,FURNACE $35.00 _GAS UNIT HTR $10.00 _CHIMNEY LINER $10.00 _GAS DRYER $10.00 POOL HEATER $35.00 DUCT WORK $10.00 ✓GAS PIPING $10.00 —VENTILATOR $15.00 Permit Fee $ Number of fixtures @$10-00 / x$10 -00=S 1D Surcharge $ .50 Number of fixtures @$15.00 1 X$15.00=$ 1g TOTAL DUE $ Number of fixtures @ $25.00 x $25.00 = $ Number of fixtures @ $35.00 x $35.00 = $ State Surcharge = $ .50 Total = $ .2-5w THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application for a permit and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of all work which requires review and approval of plans. �? SIGNATURE OF APPLICANT a PRINT NAME_ DATE dI � a 5 � City of Fridley Building Inspections Department 6431 University Avenue NE, Fridley, MN 55432 763-572-3604 FAX: 763-502-4977 REQUIRED INFORMATION NEEDED TO PROCESS PERMIT RESIDENTIAL PERMIT APPLICATION HVAC ❑ NEW HOMESIADDITIONS EXISTING HOME ❑ MAKE-UP AIR REQUIRED FOR NEWIEXISTING HOMES 1. Combustion Air (See note below) a. Oil or solid fuel IMC Chapter 7 with MN Amendments b. Natural Gas or Propan&UGC Chapter 3 with MN Amendments 2. Make-up Air (See note below) a. IMC Chapter 5 with MN Amendments 3. Venting a. Gas appliances 1FGC Chapter 5 with MN Amendments b. Fuel other than gas IMC Chapter 8 with MN Amendments REQUIRED FOR NEW HOMES 4. Heat loss & cooling load per room a. Required on new construction IMC 1346.0312 5. Ventilation a. Per MN Energy Code 7670 or 7672 6. Duct Design Per IMC 1346:0603.2 a. ACCA Manual D NOTE: Centerpoint Energy Mechanical Code Guidelines software may be used for combustion and make up air calculations